Asphalt fatigue modeling in constant strain time sweep tests based on dissipated energy approaches

This paper aims to develop asphalt binder fatigue models by time sweep tests under constant strain. By investigating the fatigue life in neat and modified asphalts under linear and nonlinear viscoelastic responses, results were analyzed in terms of strain levels, asphalt type, and additive content. The dissipated energy and dissipated energy ratio concepts were utilized to develop the phenomenological models for estimating fatigue lives of asphalt binders. Results showed that the dissipated energy ratio-based equations give relatively identical fatigue models irrespective of the strain level or asphalt binder type. Moreover, statistical analyses were performed to investigate the contribution of each parameter in the fatigue model prediction. A comparison was made between fatigue life predictions by means of traditional and energy-based methods. Results proved that the fatigue life prediction models based on the concept of dissipated energy ratio follow a similar trend. Key words: asphalt binder, fatigue, time sweep, dissipated energy, viscoelasticity. Le but vise de cet article est de developper des modeles de fatigue de liants d'asphalte au moyen d'essais de balayage temporel sous contrainte constante. En examinant la longevite a la fatigue des asphaltes purs et modifies selon les reponses viscoelastiques lineaires et non lineaires, les resultats ont ete analyses sur le plan des niveaux de deformation, du type d'asphalte et de la teneur en additif. Les concepts d'energie dissipee et de rapport d'energie dissipee ont servi a elaborer les modeles phenomenologiques permettant d'estimer la longevite a la fatigue des liants d'asphalte. Les resultats ont montre que les equations fondees sur le rapport d'energie dissipee donnent des modeles de fatigue relativement identiques quel que soit le niveau de deformation ou le type de liant d'asphalte. De plus, des analyses statistiques ont ete effectuees afin d'etudier la contribution de chaque parametre dans la prevision du modele de fatigue. Une comparaison a ete faite entre les predictions de la longevite a la fatigue au moyen de methodes traditionnelles et fondees sur l'energie. Les resultats ont demontre que les modeles de prediction de la longevite a la fatigue fondes sur le concept de rapport d'energie dissipee suivent une tendance similaire. [Traduit par la Redaction] Mots-cles : liant asphaltique, fatigue, balayage temporel, energie dissipee, viscoelasticite.
Introduction Fatigue is the dominant mode of distress in flexible pavements at intermediate temperatures. It has been reported that the crack initiation and(or) propagation in asphalt pavements often originate from [...]